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    Validation Case: 3D Triaxial Displacement Secondary Creep (NAFEMS Test 6(b))

    This validation case belongs to solid mechanics. The aim of this test case is to validate the following parameter:

    • creep material behavior
    • standard and reduced integration elements
    • automatic time stepping

    The simulation results were compared to the results presented in [NAFEMS]\(^1\).

    Geometry

    The geometry consists of a cube with edge length \(l\) = 0.1 \(m\).

    geometry of the cube used in secondary creep validation case
    Figure 1: Cube geometry

    The coordinates for the points in the cube geometry are as tabulated below:

    ABCDEFGH
    x00.10.1000.100.1
    y000.10.1000.10.1
    z00000.10.10.10.1
    Table 1: Cube dimensions in meters

    Analysis Type and Mesh

    Tool Type: Code Aster

    Analysis Type: Nonlinear static

    Mesh and Element Types: The meshes for cases A through D are second-order hexahedral one-element meshes. They were created locally and imported to SimScale. For cases E through H, the standard algorithm was used to generate a second-order tetrahedral mesh.

    CaseMesh TypeNumber of NodesCreep FormulationElement Type
    A2nd order hexahedral20NortonStandard
    B2nd order hexahedral20NortonReduced integration
    C2nd order hexahedral20Time HardeningStandard
    D2nd order hexahedral20Time HardeningReduced integration
    E2nd order standard235NortonStandard
    F2nd order standard235NortonReduced integration
    G2nd order standard235Time HardeningStandard
    H2nd order standard235Time HardeningReduced integration
    Table 2: Case overview

    Find below the standard mesh used for cases E through H:

    generated second order mesh in simscale which has 235 nodes for secondary creep validation
    Figure 2: Generated second order mesh with SimScale for cases E-H

    Simulation Setup

    Material:

    • Steel (linear elastic)
      • Isotropic: \(E\) = 200 \(GPa\)
      • \(\nu\) = 0.3
      • \(\rho\) = 7870 \(kg/m³\)
      • Creep formulation:

    Boundary Conditions:

    • Constraints:
      • Fixed value:
        • Face ADEH: \(d_x\) = 0 \(m\)
        • Face ABFE: \(d_y\) = 0 \(m\)
        • Face ABCD: \(d_z\) = 0 \(m\)
      • Displacement in x-direction
        • Face BCGF: \(d_x\) = 0.3 \(mm\)
      • Displacement in y-direction
        • Face CDHG: \(d_y\) = 0.2 \(mm\)
      • Displacement in z-direction
        • Face EFGH: \(d_z\) =0.1 \(mm\)

    Advanced Automatic Time Stepping

    For all cases, the following advanced automatic time stepping settings were defined under Simulation control:

    • Retiming event: Field change
    • Target field component: Internal variable V1 (accumulated unelastic strain)
    • Threshold value: 0.00005
    • Timestep calculation: Mixed
    • Field change target: 0.00004

    Result Comparison

    The secondary creep movement validation is done by comparing the stress (\(\sigma_{xx}\)) after a creep time of 1000 hours. Below you will find the SimScale and reference results from [NAFEMS]\(^1\):

    CaseNAFEMS R27 [MPa]SimScale [MPa]Error [%]
    A1007.71008.23-0.053
    B1007.71008.23-0.053
    C1007.71008.23-0.053
    D1007.71008.23-0.053
    E1007.71008.23-0.053
    F1007.71008.23-0.053
    G1007.71008.23-0.053
    H1007.71008.23-0.053
    Table 3: Stress comparison

    The displacement of the geometry can be seen below:

    visualization of displacement of a cube
    Figure 3: Displacement visualization

    Note

    If you still encounter problems validating your simulation, then please post the issue on our forum or contact us.

    Last updated: June 27th, 2020

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